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Home My WebLink AboutPLANS (5-9-2007) - 06-00330 – AMET Building0600330 AMET Building -Phase 2 5/9/2007 RD E C E � W E MAY - 9 2007 0 CITY OF REXBUPG "Building Success= Through Partnerships-" A.B.C. JOB NO. �J 113 _ V I Pj_ ( i GENERAL FOUNDATION NOTES AND CONCRETE DETAILS CERTIFICATION AND SCHEDULE OF DRAWINGS 1. AMERICAN BUILDINGS COMPANY ASSUMES NO RESPONSIBILTY OR LIABILITY FOR FOUNDATION, FLOOR OR SLAB DESIGN OR CONSTRUCTION. 2. THE FOUNDATION DESIGN SHOULD BE DONE WITH DUE REGARD TO THE SPECIFIC SOIL CONDITIONS PRESENT AT THE ACTUAL JOBSITE. 3. FOUNDATION MUST BE DESIGNED FOR THE APPLICABLE REACTIONS AS THEY APPLY TO A PARTICULAR BUILDING AND MUST BE ADEQUATE TO RESIST ALL OF THE CRITICAL COMBINATIONS FOR EACH OF THE VARIOUS LOADING CONDITIONS. THESE REACTIONS AND LOAD COMBINATIONS MUST BE USED TO DETERMINE THE DESIGN LOADS TO BE RESISTED BY THE FOUNDATIONS. 4. REINFORCING BARS, WIRE MESH, ANCHOR BOLT SHEAR ANGLES, TIE RODS AND / OR HAIRPINS (HOOK BARS) SHOULD BE INCORPORATED AS REQUIRED INTO THE FOUNDATION DESIGN. THE HORIZONTAL THRUST AT THE COLUMN BASE ACTING IN CONJUNCTION WITH APPLICABLE VERTICAL REACTIONS, MUST BE SUSTAINED BY HAIRPINS, TIE RODS, BUTTRESSES, OR OTHER DEPENDABLE MEANS. 5. COLUMN FOOTING SHOULD EXTEND A MINIMUM OF 12 INCHES INTO NATURAL SOIL. OR WHERE FILL IS USED, THE FILL MUST BE PROPERLY COMPACTED OR THE FOOTING SHALL EXTEND TO THE NATURAL GRADE. IN ALL CASES THE FOOTING SHALL EXTEND AT LEAST 6 INCHES BELOW THE LOCAL FROST LINE. 6. EXPANSION OR CONSTRUCTION JOINTS SHALL BE LOCATED AS REQUIRED IN FOUNDATION WALLS AND SLAB. 7. THE TOP OF THE FOUNDATION OR FLOOR SHALL BE SQUARE, LEVEL AND SMOOTH. ANCHOR BOLTS SHALL BE ACCURATELY SET TO A TOLERANCE 31/16 INCH ON DIMENSIONS WITHIN THE GROUP SPACING FOR AN INDIVIDUAL COLUMN. ALL OTHER DIMENSIONS SHALL HAVE A t1/8 INCH TOLERANCE. B. COLUMN BASE PLATES ARE DESIGNED NOT TO EXCEED THE ALLOWABLE BEARING STRESS OF CONCRETE THAT HAS A MINIMUM COMPRESSIVE STRENGTH OF 2500 P.S.I. AT 28 DAYS. 9. UNLESS EXPLICITLY NOTED OTHERWISE, ALL EMBEDDED STRUCTURAL STEEL (INCLUDING ANCHOR BOLTS), OTHER MATERIALS, AND LABOR SHALL BE SUPPLIED BY THE FOUNDATION CONTRACTOR. 10. ANCHOR BOLTS SHOULD BE AS SHOWN AND CALLED FOR, INCLUDING PROJECTION FROM CONCRETE, DIAMETER AND QUANTITY. 11. THE EMBEDMENT OF THE ANCHOR BOLTS IN THE CONCRETE AND CONFIRMING ADEQUACY OF ANCHOR BOLT EDGE DISTANCE IS THE RESPONSIBILITY OF THE FOUNDATION DESIGNER. THE FRAME REACTIONS ARE CONSIDERED THE MINIMUM LOADS TO BE DEVELOPED. 12. ALL ANCHOR BOLTS SHALL BE ASTM A307 OR EQUAL IN ORDER TO CONFORM TO A.B.C. DESIGN ASSUMPTIONS BASED ON THE ALLOWABLE STRESSES GIVEN IN THE AISC MANUAL OF STEEL CONSTRUCTION. 13. ALL ANCHOR BOLTS SHALL HAVE A 3 INCH PROJECTION (UNLESS NOTED) ABOVE THE CONCRETE BEARING SURFACE, EXCEPT 1/2 INCH DIAMETER BOLTS LOCATED AT DOORS WHICH SHALL HAVE A PROJECTION OF 1 INCH. ALL BOLTS SHALL HAVE A MINIMUM THREAD LENGTH 1/4 INCH LESS THAN THE PROJECTION. PROJECTING THREADS SHOULD BE GREASED OR OTHERWISE PROTECTED PRIOR TO COLUMN ERECTION. 14, ANCHOR BOLT DIAMETERS FOR THE PRIMARY FRAMING AND ENDWALL FRAMING ARE DENOTED AT RESPECTIVE BASE PLATE DETAILS OR ON THE BOLT PLACEMENT PLAN. ANCHOR BOLTS FOR FRAMED OPENINGS SHALL BE 1/2 INCH DIAMETER UNLESS OTHERWISE NOTED. B" ANCHOR BOLTS 2 1 2" 3" 1 2 FINISH FLOOR BASE ANGLE FASTENER (SEE NOTES #13 & #14) BASE ANGLE-, NGLE (NOT BY A.B.C.) (MINIMUM 1/4" 0 CONCRETE ANCHOR BOLT O.C. "B. MAXIMUM SPACINGING OR EQUAL BY OTHERS) .y. M B. 1 3/8" NOMINAL DOOR WIDTH 1 3 8" , :; DOOR WIDTH + 2 3 4" (SEE ANCHOR ES BOLTS & #14) BASE ANGLE DETAIL TYPICAL OVERHEAD DOOR LAYOUT SECTION "B" - "B" (OF TYPICAL OVERHEAD DOOR LAYOUT) BASIC MATERIAL SPECIFICATIONS PRIMARY FRAMING STEEL STEEL FOR MILL -ROLLED STRUCTURAL SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A 35, ASTM A 572 GRADE 50 OR 55, OR ASTM A 992 WITH A MINIMUM YIELD OF 50 KSI. STEEL FOR ALL BUILT-UP SECTIONS SHALL CONFORM TO ONE OR MORE OF THE FOLLOWING: A ASTM A 1011 SS, GRADE 55 B. ASTM A 1011 HSLAS, GRADE 55, CLASS 1 C. ASTM A 572 GRADE 55 D. ASTM A 529 GRADE 55 STEEL FOR ENDWALL "C" SECTIONS SHALL CONFORM TO ASTM A 1011 SS, GRADE 55. OR HSLAS, GRADE 55, CLASS 1 STEEL FOR ROUND PIPE SECTIONS SHALL CONFORM TO ASTM A 53, TYPE E OR S. GRADE B. OR ASTM A 500 GRADE B SECONDARY FRAMING STEEL STEEL USED TO FORM PURUNS, GIRTS, EAVE STRUTS AND "C" SECTIONS SHALL CONFORM TO ASTM A1011 SS, GRADE 55, OR HSLAS GRADE 55. CLASS 1, OR IF GALVANIZED SHALL CONFORM TO ASTM A653 SS, GRADE 50, CLASS 3, G90 OR HSLAS, TYPE A, GRADE 50, G90, BOTH WITH A MINIMUM YIELD STRENGTH OF 55 Y.SI. ROOF AND WALL PANEL MATERIAL EXTERIOR PANELS SHALL CONFORM TO ONE OF THE FOLLOWING: PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ALUMINUM -ZINC ALLOY -COATED STEEL CONFORMING TO THE REQUIREMENTS OF ASTM A 792 SS, GRADE 50, CLASS 2. MATERIAL MAY BE EITHER 24 OR 22 GAGE PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 80 OR HSLAS, TYPE A OR B, GRADE 80. MATERIAL MAY BE EITHER 26 OR 24 GAGE. PANEL MATERIAL SHALL BE ZINC -COATED (GALVANIZED) STEEL, COATING DESIGNATION G90, CONFORMING TO THE REQUIREMENTS OF ASTM A 653 SS, GRADE 50, CLASS 3. MATERIAL MAY BE EITHER 24 OR 22 GAGE. BRACE MATERIALS: BRACE CABLES: ASTM A 475, 7-STRAND EHS WIRE CABLE BC4 = 1/4" OIA. BC5 = 5/16" DIA BC6 = 3/8" DIA. BCB = 1/2" DIA. REVISIONS IMADE ICK'D I DATE IENGRI DATE INO.1 REVISIONS THIS IS TO CERTIFY THAT THE METAL BUILDING COMPONENTS AND BUILDING SYSTEM FURNISHED BY A.B.C. ARE DESIGNED TO COMPLY WITH THE FOLLOWING CRFFERIA: DESIGN LOADS DESIGN LOAD COMBINATIONS 1. METAL BUILDING DEAD LOAD (D) 2. 5.0 psf COLLATERAL LOAD (C) 3. LIVE LOAD (L) 20 psf ROOF LIVE LOAD (Pr) D + C + L With reductions as permitted by code D + C + S 4. SNOW LOAD (S) D + W 50.0 psf GGROUND SNOW LOAD Pg) 0 + C + 0.7E 35.0 psf ROOF SNOW LOAD (Pf D + C + 3 4L + 3/4W SNOW IMPORTANCE FACTOR (Is) = 1.0 D + C + /4S + 3/4W SNOW EXPOSURE FACTOR (Ce) = 1.0 D + C + 3/4L + 3/4E SNOW THERMAL FACTOR (Ct) = 1.0 D + C + 3/4S + 3/4E 5. WIND LOAD (W) 0.6D + W BASIC WIND SPEED (three second gust) - 90mph 0.6(D+C) + 0.7E IMPORTANCE FACTOR (Iw) = 1.00 MEZZANINE DEAD AND PARTITION LOADS WIND EXPOSURE - C ARE INCLUDED IN D + C INTERNAL PRESSURE COEFFICIENT - d:0.18 6. SEISMIC DESIGN DATA (E) MEZZANINE LIVE LOADS ARE INCLUDED IN SITE CLASS D BOTH S & L COMBINATIONS SEISMIC IMPORTANCE FACTOR (le) = 1.00 SEISMIC USE GROUP 1 SPECTRAL RESPONSE ACCELERATION Ss = 0.506 S1 = 0.193 SEISMIC DESIGN CATEGORY D BASE SHEAR - 170K BRACING SEISMIC FORCE RESISTING SYSTEM CONCENTRICALLY BRACED FRAMES (R = 3.5, IN = 2, Cd = 4.5) ORDINARY MOMENT FRAMES OF STEEL (R - 3.5, WO = 3, Cd = 3) EQUIVALENT LATERAL FORCE PROCEDURE 7. MEZZANINE (top of joist O 117 1/2) (2) areas - 40'x86' & 100'x4O' DEAD LOAD = 10 psf (JOIST & DECK) LIVE LOAD = 125 psf PARTITION LOAD 20 psf COLLATERAL - 5 psf NOTES : 1. ROOF DESIGN IS BASED ON THE LARGER ROOF LIVE LOAD OR ROOF SNOW LOAD. 2. ALL FIELD WELDING IS TO BE PERFORMED BY AN AWS CERTIFIED WELDER USING E70XX ELECTRODES. THESE DESIGN LOADS AND COMBINATIONS ARE APPLIED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODE 2003 INTERNATIONAL BUILDING CODF BUILDING CATEGORY II THE EXISTING STRUCTURE MAY REQUIRE MODIFICATION OR REINFORCEMENT DUE TO THE ADDITIONAL LOADS IMPOSED BY THIS ADDITION. THIS ASSESSMENT IS NOT WITHIN AMERICAN BUILDINGS COMPANY'S SCOPE OF WORK. IT IS STRONGLY RECOMMENDED THAT THE ORIGINAL DESIGNER OR A LOCAL ENGINEERING PROFESSIONAL BE RETAINED TO ASSESS ANY POSSIBLE DETRIMENTAL STRUCTURAL EFFECT THIS ADDITION MAY IMPOSE. BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20ft. OF A HIGHER STRUCTURE. INFORMATION SUPPLIED TO AMERICAN BUILDINGS CO. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 20ft. ENVELOPE -WITH THE EXCEPTION OF THE EXISTING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H & 7. AS A RESULT, SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEPTION OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB# 51-5913-01. THIS PROJECT IS DESIGNED AS AN ENCLOSED BUILDING. ACCESSORIES (DOORS, WINDOWS, ETC.) BY OTHERS MUST BE DESIGNED AS "COMPONENTS AND CLADDING" IN ACCORDANCE TO SPECIFIC WIND PROVISIONS OF THE REFERENCED BUILDING CODE. THIS CERTIFICATION 15 LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS MANUFACTURED BY AMERICAN BUILDINGS COMPANY. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOWERS, TRANSLUCENT PANELS AND VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED ARE OTHER PARTS OF THE PROJECT NOT PROVIDED BY AMERICAN BUILDINGS COMPANY SUCH AS FOUNDATIONS, MASONRY WALLS, MECHANICAL EQUIPMENT AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILDING SHALL BE ERECTED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH THE AMERICAN BUILDINGS COMPANY "GENERAL ERECTION GUIDE THE MBMA MANUAL, LATEST EDITION AND THE JOB ERECTION DRAWINGS. THE DRAWINGS LISTED ON THIS SHEET SHALL REMAIN WITH AND BECOME PART OF THIS CERTIFICATION. PRODUCT APPROVALS AND CERTIFICATIONS' 1. UNIFORM BUILDING CODE (ICBO) - # FA-285-CARSON CITY, NEVADA PLANT. 2. INDIANA - 3 MASTER PLAN FILE NUMBERS GABLE BUILDINGS : M-295147 SINGLE SLOPE BUILDINGS : M-295140 LEAN-TO BUILDINGS : M-295144 3. WISCONSIN-#200232-M, 13 BASIC STYLES. 4. CITY OF CLEVELAND, OHIO DOCKETS S-52-82. 5. CANADIAN WELDING BUREAU DIVISION I CERTIFICATION AT EL PASO, CARSON CITY & LACROSSE. 6. AISC QUALITY CERTIFICATION, CATEGORY MB. 7. PLANT CERTIFICATION AT CARSON CITY FOR CITY OF SEATTLE AND FOR OGDEN, UTAH. 8. STANDING SEAM II / STANDING SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 93 AND 210A AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 9. LOC SEAM / LOG SEAM 360 WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 238, 238A, 238B, 238C, 337, 332, 336, 435, 451, 487 & 567 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 10. LONG SPAN / LONG SPAN III PANEL WIND UPLIFT -CLASS 90 (UL 90) CONSTRUCTION NO.S 71. 161 & 167 AS LISTED IN UNDERWRITERS LABORATORIES ROOFING MATERIALS AND SYSTEM DIRECTORY. 11. 22 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. 12. 24 GA STANDING SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 13. 24 & 26 GA. LONGSPAN III HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-150. 14. 22 GA LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-180. 15. 24 GA LOC-SEAM 360 HAS MET FACTORY MUTUAL STANDARD 4471 UP TO AND INCLUDING 1-120. CORPS OF ENGINEERS GUIDE SPECIFICATION 07416 AND HAS BEEN TESTED IN ACCORDANCE WITH ASTM E-1592. 16. 24 GA. LOC-SEAM MODIFIED WITH 3M-VHB TAPE #4950 MEETS CORPS OF ENGINEERS GUIDE SPECIFICATION 07416. MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE SHEET NUMBER DATE REV. N0. SHIET NUMBER DATE REV. N0. ABC-1 04/25/07 1 SPH-1.0 OCT. 2000 1 ABC-2 04/25/07 0 AB-1 04/23/07 0 A13-2 04/23/07 0 AB-3 04/23/07 0 A13-4 04/23/07 0 E-01 04/25/07 0 E-02 04/25/07 0 E-03 04/25/07 0 E-04 04/25/07 0 E-05 04/25/07 0 E-06 04/25/07 0 E-07 04/25/07 0 E-OB 04/25/07 0 E-09 04/25/07 0 E-10 04/25/07 0 E-11 04/25/07 O E-12 04/25/07 0 E-13 04/25/07 j 0 E-14 04/25/07 0 E-15 04/25/07 0 THE CERTIFYING ENGINEER HEREWITH IS NOT THE ENGINEER OF RECORD FOR THE OVERALL PROJECT AND IS ONLY CERTIFYING THAT THE DESIGN OF THE METAL BUILDING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY SATISFY THE DESIGN REQUIREMENTS SPECIFIED ABOVE AND ON THE A.B.C. CONTRACT. THIS CERTIFICATION EXCLUDES THE ERECTION OF THE STRUCTURE. i E Pl' C,L.i ice'.. i t..i f V. �i ./\ i V 95 REVISED FOR PERMfTS AL 4/25/07 (.T9 J STATUS AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC [-] FOR CONSfRUCT10N [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PREUMINARY DRAWN BY: AL 4/23/07 CHECKED BY: JAW 4 /25/07 DESIGN APPD BY: GHC 4/25/07 CAD BY:7 AL 04/23/07 08:57:31 Ver. 2B.1 2961 Q OF � ld SJ � EL DRAWING. REV.' NUMBER' 51591301 ABC-1 1 1 ROOF PANELS TYPE: S2 GAGE:24 COLOR: REWHP70 PAINT WARRANTY: NO WEATHERTIGHTNESS WARRANTY:NO UL 90 CERTIFICATION: NO FACTORY MUTUAL CERTIFICATION: NO WALL PANELS TYPE:_ METAL SPAN GAGE:26 COLOR: SUBG—EXTERIOR BASE: N/A REGW—INTERIOR PAINT WARRANTY:. NO EAVE TREATMENT STANDARD GUTTER W/ DOWNSPOUTS _ FT O.C. (MAX) FLANGE BACK GLITTER W/ DOWNSPOUTS _ FT O.C. (MAX) 4 SIMPLE EAVE TRIM DELUXE SAVE TRIM ICE AND SNOW TREATMENT : NO TRIM COLORS RAKE TRIM: DKBZP70 CUTTER / EAVE DK87P70 DOWNSPOUTS: N/A FRAMED OPENINGS: DKB7P70 CORNER: SVBGP70 BASE TRIM: N/A MISCELLANEOUS: PRIMER COLOR PRIMARY: GRAY SECONDARY: GALV—SL ROOF FASTENERS STANDING SEAM 11 A 14 X 1 SELF DRILL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER STANDING SEAM III A 14 X 1 SELF DRILL HEX HEAD B. 14 X 1 SELF DRILL HEX HEAD W/ WASHER LONGSPAN A, 12 X 1 1/4 SELF DRILL HEX HEAD W/ WASHER B. 14 X 7/8 SELF DRILL HEX HEAD W/ WASHER LOC SEAM A 114 X 1 SELF DRILL HEX HEAD W/ WASHER B. #14 X 1 SELF DRILL HEX HEAD W/ WASHER WALL FASTENERS LONGSPAN OR ARCHITECTURAL A 12 X 1 1/4 SELF DRILL HEX HEAD B. 14 X 7/8 SELF DRILL HEX HEAD SHADOW PANEL A 12 X 1 SELF DRILL HEX HEAD W/ NUT BLANK B. 14 X 7/8 SELF DRILL HEX HEAD TRIM FASTENERS ALL FASTENERS ARE J14 z 7/8 SELF DRILL FASTENER NOTE A s SHEETING/FLASHING TO STRUCTURAL CONNECTIONS B s SHEETING/FLASHING TO SHEETING/FLASHING CONNECTIONS INSULATION NONE BY OTHERS BY ABC THICK WIDTH FACE COLOR ROOF X 6.0 — — WALLS X 4.0 — RIGID BOARD:_ ROOF: WALLS:_ BEARING PLATE:_ THERMAL BLOCK: YES BY ABC: _X BY OTHERS:— (3/4" THICK ONLY) SPACER STRIP (FOR LOC SEAM WITHOUT INSULATION) WALK DOORS CITY SIZE TYPE SWING LOCKSEF CLOSER COLOR LINER TRIM UNCOLORIM X 307D _ 6070 X S _NL _HG LHO HCL _YES X NO WHITE _YES X NO — _ 3070 _ 6070 _S _NL _HG _YES _NO _YES —NO — _ 3070 _ 6070 _S _NL _HG _YES _NO _YES _NO — _ 3070 _ 6070 _S _NL _HG _YES _NO _YES _NO FRAMED OPENINGS QTY WIDTH HEIGHT SILL HEIGHT 1 12'0 12'0 FIR WRAP TRIM LINER TRIM —YES x NO _YES _X_NO YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES —NO _YES _NO —YES _NO _YES _NO WINDOWS SELF —FLASHING THERMA—PANE GLASS, BURNISH SLATE OTY WIDTH HEIGHT UNER TRIM LINER TRIM COLOR YES —NO —YES —NO —YES —NO —YES —NO —YES —NO LOUVERS WHITE ADJUSTABLE W/ BIRD SCREEN QTY WIDTH HEIGHT LINER TRIM LINER TRIM COLOR —YES —NO —YES —NO —YES —NO —YES —NO —YES —NO LINER PANELS LOC LENGTH HEIGHT PANEL TYPE GAGE COLOR ROUND 20" THROAT WHITE VENTILATORS URB FRAMING RECENT PRODUCT REVISION SIZES ARE OUT TO OUT CURB DIMENSION AS UNDERSTOOD BY AMERICAN BUILDINGS THE FOLLOWING NOTES MAY OR MAY NOT PERTAIN TO THIS COMPANY (A.B.C.). DO NOT CUT PURUNS FOR CURB FRAMING UNLESS RELEASED BY SPECIFIC JOB BUT ARE NOTEWORTHY PRODUCT CHANGES. THE A.B.C. DESIGNER. MAXIMUM LOAD FOR STANDARD ROOF CURB FRAMING IS 3000#. THE MAGNITUDE AND LOCATION OF ALL LOADS SUPPORTED BY ROOF CURBS MUST BE 1. THINK SAFETY! CLEARLY SPECIFIED IN THE ORDER DOCUMENTS. CITY WIDTH LENGTH SLOPED AT RIDGE LINER TRIM CITY OUTSIDE WIDTH OUTSIDE LENGTH MIN. HT. GAGE COLOR COLOR — 8" 18 18 SKYLIGHTS / WALL LIGHTS TRANSLUCENT SKYLIGHTS QTY:_ SIZE: TRIM: TRANSLUCENT 4' 5' WALL LIGHTS QTY:_ FACADCLE AR CORNER TYPE VERT OR SLOPED HEIGHT LENGTH PROJECTION UNDER UNIT FACIA PANEL TYPE GAGE: — COLOR: TRIM COLOR: SOFFIT PANEL TYPE GAGE: — COLOR: TRIM COLOR: BACK PANEL TYPE GAGE — COLOR: TRIM COLOR: CANOPIES CLEAR SOFFIT SOFFIT OTY EW SW SLOPE PROJECTION LENGTH UNDER BEAM PANEL TYPE COLOR EAVE TRIM TRIM COLOR: DOWNSPOUT ELBOWS ONLY: — DOWNSPOUT RETURN: — LINER TRIM TRIM COLOR —YES —NO —YES —NO —YES —NO —YES Ydo QUANTITY RIDGE MOUNTED SLOPE MOUNTED 9" X 10' RIDGE VENTILATORS CITY AT 10' SECTIONS LINEAR FEET CONTINUOUS ROOF JAXS QTY TYPE DK-3 1/4" — 4" DIAMETER OK-5 4" — 7' DIAMETER DK—B 7" — 13" DIAMETER OVERHANGS OTY PROJECTION LENGTH SOFFIT TYPE COLOR SW — SW — DOWNSPOUT ELBOWS ONLY: _ DOWNSPOUT RETURN: — EW — EW — — PARTITIONS �,dC►NA d ON WIDTH LENGTH HEIGHT PANEL TYPE GAGE COLOR ��(" rL j I R96 g — — n tj, y SPECIAL NOTES }, . 8" STUD FRAMING W NEER PARAPET O REW do RSW NOT BY ABC HEIGHT — 26-10 ' sr ABC TO PROVIDE ROOF TO WALL FLASHING O BOTH WALLS W L3P26 REWHP70 BACK PANEL O REW o PARAPET CAP FLASHING (NOT BY ABC) 2 1/2" METAL SPAN 26 GA.PANELS — OUTSIDE SKIN (SURREY BEIGE) — INSIDE SKIN (REGEL WHITE) PROVIDED BY ABC 1, BAR JOIST FOR MEZZ. TO BE (GRAY COLOR) '{ MEZZANINE SIZE IS 40'0 X 100'0 h 56'0 X 40'0 MISCELLANEOUS MATERIAL NO.1 REVISIONS MADE I CK'D DATE JENGRI DATE NO. I REVISIONS MADE CK'D I DATE ENGR I DATE DRAWING SUBMITTAL srATus SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO ILLINOIS AMERICAN BUILDINGS COMPANY ['] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY; A�% m DESIGN APPD BY: (S)A DRAWING_ 51591301 ABC-2 NUMBER' REV.NO. 0 CAD BY: AL 04/23/07 08:58:19 Ver. 28.1 jEXISITING BUILDING ¢I 0 O m o I IN I �n a BPD4-A n 5 I N 1'0 86'0 0/0 OF STEEL 22'0 23'0 20'0 18'10 p 0 0 PORTAL FRAME o PORTAL FRAME BPD6-B BPO6-B . m m l BP05-B I mj mj I OP05-B I m I0 m m m �H 0 m m m� ' m m m o N 11 21'2 11 11 17'0 y 11 BP15-B •I 1.0 c� I m c� m c� CJ a- I a U 0n o o ! U a I m o o O m I m m o N o N m m O O N N I I I MEZZ. BRACING I OP15-B 1 0 I T I I m I m Im ml N I 1 O O I O I q I I m l I I m m m I I o N o N m I I I o N 0 N I I n Mi I I I� BP70-B Vo I m I I I I I m I I 1 f CL i I I m O O m O O I � ¢ w BP04-A I I o N o 5 I o m � O I I I I O N Omi I h I I 0 I 0 N m j `BRACED BAY 52' III 22'6 i I N N I I I N N m I I I I I I I BP10-B rjL�� _ I m m l m l m l I 1'D I N I N I I h H I m I O 0 m I I I N N I I I I I MEZZ. BRACING I I BP15-8 1'D my — I a I I aOa m I K m m a m m m o 0 m o 0 N I I I I m N N N I m N N N al a a a al �-�---------- --i -- m I m I I BP15-8 N I BASE PLATES N 1'O � I V„ B.F.F. II ¢r1 m I -r - l m oo --- - I O m o m m o !m m m N 0 j ` BRACED BAY 32'0 I I 22'0 140'0 OUT TO OUT OF STEEL ANCHOR BOLT PLAN (FINISHED FLOOR ELEV. - 100-0) 23.0 I l 120'0 o I I 1B'10 ;- I 11.1 ; o ERECTOR NOTE: PLEASE REVIEW ANCHOR BOLT LOCATIONS A1JD SPACINGS CAREFULLY. STANDARD ANCHOR BOLT PLACEMENTS HAVE BEEN MODIFIED. 2961 N0. REVISIONS MADE CK'D DATE ENGRI DATE N0. REVISIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMTTTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID -SILVERTREE BUILDERS, INC. EL PASO ILLINOIS AMERICAN BUILDINGS COMPANY [•] FOR CONSTRUCTION [ ] FOR APPROVAL [ ] FOR PERMIT ONLY [ ] FOR PREUMINARY DRAWN BY: AL 04/23/07 CHECKED BY: I/.I Ci DESIGN APPD DRAWING. NUMBER' 51591301 AB-1 REV.NO. 1 0 CAD BY: 04/24/07 07:47:07 Var. 28.1 GIRT— GIRT LINE GIRT I I 1�— LINE LINE LINE GIRT LINE—\ GIRT LINE1 GIRT LINE 7 I_ 8 I I It 8 N I ry 'A I O m I N Ili---11 ry pco O M N p m n N ^ry N N r] I() M N t t t t t t t t t 7 4 5 11 11 5 4 117 1 7/4'AB 1 1/4'AB 12 12 22 12 12 32 22 2 22 21 21 2t 21 21 21 3/4-AB 3/4-AB 1'AB 11 �2 2 2 8 10 10 10 10 BP01—A BP02—A BP04—B BP05—B BP06—B BP07—B BP03—B 1'2 8 10 2 35 Nn 1t 22t 1 < 1AB GIRT LINE _M GIRT NE 2 R �2, 223/22 I 1 1/4-AS o p 0 GIRT LINE P 4 5w Es I Es w N N N O N 0_ry C-1 N I N I 2s 22 22 12 12 22 I I I 1'AB 3/4'AB I iv CL FRAME 10 BP03—A BP08—B BP23—B BP22—A BP09—B BP10—B 6" B.F.F. 6" B.F.F. 6" B.F.F. 10 10 B 8 1'O 12�32 12 32 32 1 2 22 22 1 1 1 1 t t GIRT 3/4"AB 3/4�AB t�AB Z 12 22 22 t 1/4-AB 32 22 22 1 1/4AB GIRT LINE 0 z z 1'D LINE 101 I _ vl I ,� wa Z Z 42 5 4 8 �. .- I n I ii _ 0 w w O N _ry � _ry — Lo Ill N N N EMS —N N N I ^N I Z N U N O — J O O N I N I N I I I 12 32 3 4 I I I I I I 1'12 12 FRAME 1--� 5 BP05—A BPI FRAME BP21 —B BP12—B BP13—B BP15—B— BP04—A 6" B.F.F. 6" B.F.F. 6" B.F.F. 6" B.F.F. 6" B.F.F. 5 S B 8 6 10 �4� 1 12 12 3 4"AB 1 12 12 3/4-AS 12 22 22 1'AB 1p 22 22 1'qB 12 12 12 22 62,'22 22 3/4-AB 1 1/4-AB N _ •F Ol h —N N ry N !7 r7 Y) u7 N h —N 7Q Y d .j O O � �N p R. �� O co I m I I 1p I p it LINE— GIRT LINE LINE_ GIRT LINE GIRT LINE GIRT LIN 4, `'- i �9� ,1 GIRT t ('�v'� a= — LINE 52 ,'D BASE PLATE DETAILS�;sr ` �1�12 BP06—A BP07—A BP16—B BP17—B BP18—B BP19 B 2961 P —B 4. a' IVY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PAS, 'f ILLINOIS AMERICAN BUILDINGS COMPANY [-] FOR CONSTRUCTION [ ] FOR APPROVAL [ J FOR PERMIT ONLY [ FOR PRELIMIN4Rt' DRAWN BY: AL 04/23/07 CHECKED BY: 7 DESIGN ARID BY: L L , DRAWING. 51591301 AB-2 NUMBER' REv.No. 0 CAD BY: AL 04/23/07 08:51:47 Ver. 28.1 H1 H2A B C D E F V LOADING FRAME LINE 1 CONDITION A B C D E F V V H1 H2 V H1 H2 V H2 V H2 V (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +0.4 +1.2 +1.0 +1.0 +1.2 +0.4 C +0.7 +1.6 +1.4 +1.4 +1.6 +1.0 -0.0 -0.2 -0.2 -0.3 -0.2 -0.0 L to to to to to to +1.7 +5.4 +5.4 +5.3 +5.4 +1.7 S +3.0 +9.5 +B.B +8.7 +15.3 +9.D -5.7 -2.6 -3.4 -4.9 -2.6 -3.5 -3.5 -3.6 W -1.8 to to to to to to -4.8 to -5.8 to -1.8 +3.3 +2.6 +3.1 +3.3 +2.6 +3.1 +3.2 +3.2 -7.0 -5.5 -7.0 -5.5 E to to to to +7.0 +5.5 +7.0 +5.5 H1 H2 1 A B.7 D.3 F H V PORTAL FRAME Ti-4 5 V H1 = horizontal force in the plane of frame H2 s horizontal force perpendicular to the plane of frame LOADING FRAME LINE 3 CONDITION A B.7 D.3 F H V (kips) H1 (kips) H2 (kips) V (kips) V (kips) V (kips) H1 (kips) V (kips) H1 (kips) D +3.0 +0.2 +5.1 +4.7 +4.5 +0.1 +2.5 -0.2 C +2.1 +0.2 +4.7 +4.5 +7.7 +5.3 -0.3 -0.8 -0.2 -1.2 -1.2 -0.6 -1.1 L to to to +15.8 to +0.4 to to +6.9 +0.7 +16.1 +26.0 +18.3 +0.2 S +14.7 +1.7 +34.7 +33.9 +57.0 +0.4 +25.5 -2.1 -15.6 -8.4 W to +0.9 to -14.1 -13.2 -10.1 -3.3 +0.8 at X braced boys) +3.9 +B.4 -2.3 -0.3 W -6.6 to -14.1 -13.2 -10.9 -3.3 to +1.8 1 +1.2 -4.9 -5.9 -5.8 -0.1 -2.2 -10.4 -3.1 -3.8 E to to to to to to to to +4.9 +5.9 1 +5.8 +0.1 1 +2.2 +10.4 +3.1 +3.8 -26.9 -5.9 -21.7 -5.8 -0.1 -2.2 -10.4 -3.1 -3.8 L.-, toto to to 1 to to 1 to to to X braced bays) +26.9 +5.9 +21.7 +5.8 +D.1 +2.2 +10.4 +3.1 +3.8 H1 = horizontal force in the plane of frame H2 = horizontal force perpendicular to the plane of frame LOADING COLLINE H CONDITION 41 5 V H1 V H1 (kips) (kips) (kips) (kips) D +4.2 +0.1 +4.2 -0.1 -5.5 -3.6 -8.5 -3.6 W to to to to +8.5 +3.6 +8.5 +3.6 -31.7 -18.2 -31.7 -13.9 E to to to to +31.7 +13.9 +31.7 +18.2 H1 = horizontal force in the plane of frame REACTION SCHEMATICS H1 A B.7 D.3 F V H1 H2A e.7 0.3 F V H LOADING FRAME LINE 2 CONDITION A 8.7 D.3 F V (kips) H1 (kips) V (kips) V (kips) V (kips) H1 (kips) D +2.5 +0.3 +4.9 +5.1 +3.3 -0.3 C +2.1 +0.3 +4.7 +4.7 +2.2 -0.3 -0.5 -D.3 -0.9 -1.1 L to to +12.7 +12.8 to to +5.9 +1.1 +6.1 +0.3 S +16.3 +3.5 +34.9 +35.4 +37.0 -3.5 -7.5 -3.7 -16.2 -1.6 W to to -13.9 to -6.8 to +0.4 +2.7 +0.5 +3.3 -3.3 -3.5 -5.3 -6.4 -4.4 -4.5 E to to to to to to +3.3 +3.5 +5.3 +6.4 +4.4 +4.5 H2 horizontal force perpendicular to the plane of frame LOADING FRAME LINE 4 CONDITION A B.7 D.3 F H V (kips) H1 (kips) H2 (kips) V (kips) V (kips) V (kips) HI (kips) V (kips) H1 (kips) D +2.8 +0.3 +4.3 +3.9 +5.2 +0.2 +3.5 -0.3 C +1.8 +0.3 +3.8 +3.6 +12.3 +10.0 -0.6 -0.6 -0.2 -1.2 -1.0 -0.5 -1.9 L to to to +13.1 to +0.8 to to +5.8 +1.0 +13.2 +41.8 +34.8 +0.2 S +13.1 +2.6 +2B.4 +27.1 +63.B +0.8 +47.1 -3.4 -14.9 -8.4 19 to +1.1 to -11.6 -10.4 -12.4 -6.5 +1.3 at X braced boys) +4.6 +8.4 -6.4 -3.5 -0.8 W to to -11.6 -10.4 -14.0 -6.5 to +0.6 +2.9 1 +2.4 -4.4 -5.4 -5.2 -0.0 -4.0 -3.2 -4.1 E to to to to to to to +4.4 +5.4 +5.2 +0.0 +4.0 +3.2 +4.1 -26.9 -5.4 -21.7 -5.2 -0.0 -4.0 -3.2 -4.1 E to to to to to to to to at X braced bays) +26.9 +5.4 +21.7 +5.2 +0.0 +4.0 +3.2 +4.1 H1 �1 A C F H V H2 = horizontal force perpendicular to the plane of frame LOADING FRAME LINE 5 CONDITION AI C F H V (kips) H1 (kips) V (kips) H1 (kips) V (kips) HI (kips) V (kips) H1 (kips) D +2.3 +0.1 +7.3 +7.9 +0.1 +2.B -0.1 C +5.2 +0.2 +13.1 +17.3 +8.9 -0.3 -1.7 -0.5 -2.0 -0.9 L to to +39.7 +53.5 +0.4 1 to to +16.7 +0.8 +29.0 +0.5 S +23.7 +1.0 +67.1 +81.6 +0.4 +35.7 -1.4 -5.3 -2.8 -1.4 W to to -17.7 -19.3 -4.6 to +0.3 +2.7 +2.3 -3.5 -4.7 -17.1 -17.5 -4.1 -4.9 E to to to +21.1 to -21.1 to 1 to +3.5 +4.7 +17.1 +17.6 +4.1 +4.9 REVISIONS MADE CK'D I DATE ENGRI DATE NO.1 REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: NONE DATE srATus AM ET [-] FOR CONSTRUCTION DRAWN BY: AL 04/23/07 355 DIVIDEND DR [ ] FOR APPROVAL [ ] FOR PERMIT ONLY CHECKED B'(:- J) REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: (� L. , - ;�' ILVERTREE BUILDERS, INC CAD BY: AL 04/23/07 08:51:39 Ver. 20.1 IH2 H1 IH2 1 SCHEMATIC VIEW ALL FRAMES ARROWS INDICATE THE DIRECTION THE SLAB MUST REACT A NEGATIVE VALUE INDICATES THE ARROW DIRECTION IS REVERSED /g1QNAL F 2981 s cv 0 EL PASO ILLINOIS AMERICAN BUILDINGS COMPANY DRAWING. REV.NO. NUMBER' 51591301 AB-3 D REACTION SCHEMATICS H1 i� A C F H H2 V H1 H2 1 A B C D E F G H LOADING FRAME LINE 6 CONDITION A C F H V H1 H2 V V HI V H1 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D +2.0 +0.1 +7.0 +7.1 +0.2 +2.4 -0.1 C +8.2 +0.1 +19.0 +19.1 +8.1 -0.3 -1.7 -0.5 -1.8 -0.9 L to to +61.4 +62.0 +0.5 to to +27.7 +0.8 +27.4 +0.5 S +35.5 +1.0 +95.4 +92.2 +0.7 +32.7 -1.4 -13.6 -8.4 W to +1.3 to -16.2 -15.6 -4.2 +0.7 at X braced bays) +5.9 +8.4 -4.8 -2.6 -1.1 W to to -16.2 -17.4 -4.2 to +0.4 +2.6 +1.9 -3.3 -4.3 -4.5 -4.6 -3.4 -3.9 E to to to to to to +3.3 +4.3 1 +4.5 +4.6 +3.4 +3.9 -32.6 -4.3 -31.0 -4.5 -4.5 -3.4 -3.9 E to to to to to to to at X braced boys) +32.6 +4.3 +31.0 +4.5 +4.6 +3.4 +3.9 e piano T Trame H2 horizontal force perpendicular to the plane of frame PORTAL FRAME H1 7 V LOADING FRAME LINE 7 CONDITION A B C D,E F G H V Hi H2 V H2 V H2 V H2 V H2 V H2 V H1 (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) (kips) D }1.1 +1.2 +1.0 +1.1 +1.0 +1.2 +1.4 C +4.3 +0.1 +4.1 -0.1 -0.3 -0.0 -0.2 -0.3 -0.3 -0.3 -0.2 -0.4 -0.3 L to to to +0.8 to +0.8 to +0.4 to +0.4 to to to +15.5 1 +0.3 1 +28.4 +27.9 +17.7 +27.9 +28.4 1 +14.8 +0.0 S +17.9 +0.4 +34.2 +0.8 +32.9 +0.8 +23.0 +0.4 +32.0 +0.4 +31.8 +16.4 -0.4 -11.1 -8.4 W to +0.8 to -1.8 +0.3 at X braced boys) +8.3 +8.4 -2.2 -1.4 -3.1 -3.2 -3.3 -3.4 -3.4 -2.5 -0.7 W to to -5.1 to -4.4 to -4.6 to -4.4 to -5.0 to to +0.9 1 +1.4 1 +3.5 1 +3.6 +3.7 1 +3.7 +3.8 +0.3 +1.0 -3.2 -2.3 -3.7 -2.2 E to to to to +3.2 +2.3 +3.7 +2.2 -32.6 -2.3 -31.0 -3.7 -2.2 E to to to to to at X braced boys) +32.6 +2.3 +31.0 +3.7 +2.2 H2 - horizontal force perpendicular to the plane of frame LOADING COL LINE H CONDITION 6 7 V H1 V H1 (kips) (kips) (kips) (kips) D +4.1 +0.1 +4.1 -0.1 -10.7 -3.6 -10.7 -3.6 W to to to to +10.7 +3.6 1 +10.7 +3.6 -39.8 -1 B.1 -39.8 -13.9 E to to to to +39.8 +13.9 +39.8 +18.1 n i = nonzoncai Torce in ins plane or rrame O E LINE �LINE - FF i1 " 31 41C 17.9K t 17.9K MEZZANINE X-BRACING REACTIONS DIRECTION MAY BE OPPOSIT HE ABOVE REACTIONS ARE IN ADDITION TO FRAME REACTIONS O O E LINE- 7 I+I" 1< i 8.OK t 8.OK MEZZANINE X-BRACING REACTIONS DIRECTION MAY BE OPPOSITE HE ABOVE REACTIONS ARE IN ADDITION TO FRAME REACTIONS IH2 P H1 ARROWS INDICATE THE DIRECTION THE SLAB MUST REACT A NEGATIVE VALUE INDICATES THE ARROW DIRECTION IS REVERSED O E LINE �- C 20.9K I 1 11.9K 1111.9K MEZZANINE X-BRACING REACTIONS DIRECTION MAY BE OPPOSITE HE ABOVE REACTIONS ARE IN ADDITION TO FRAME REACTIONS E D + C L 211.6K t12.3K : 16.OK t 56.3K INDEPENDENT _MEZZ. COLUMN REACTIONS (SEISMIC LOADS (E) ONLY AT COLUMNS W/ X-BRACE ATTACH) 4A 2 6'q( ' O'k .y rtvr REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL SCALE: DATE EL PASO ILLINC STATUS NONE AMET [�] FOR CONSTRUCTION DRAWN BY: AL 04/23/07 355 DIVIDEND DR [ ] FOR APPROVAL CHECKED BY: /-� REXBURG, ID (] FOR PERMIT ONLY AMERICAN BUILDINGS COMPANY [ ] FOR PRELIMINARY DESIGN APPD BY:(� J SILVERTREE BUILDERS, INC. DRAWING. REV.N CAD BY: D4/23/D7 05:51:45 Ver. 28.1 NUMBER'l 51591301 AB-4 0 PURUN PURUN FRAME BRACE ,,,_(TYP ALL PURUNS) PURUN BOL R BC12 STRUT CHAT a �BC12 STRUT CHANNEL I SEE BOLT SEE BOLT CHART (2)1/2.0 X 1 1/4 BOLTS (TYP) I INTERIOR COLUMN DETAIL A SECTION B E-01 E-01 C FB-1 N — n n N N N FB-1` iI1 i`1 PEN FOR MASONRY 42'B i RACE (2)1/2X1 1/4 A325 ENDWAL :OLUMN SECTION 12 *AT NOTED LOCATIONS E-01 t �— 4 10D'D 4 20'0'1ia _I_ 14 O 5'0(+- 1/16) I ci U m m /2 X 1 1/4 A325 BOLTS WASHERS PER BOLT D DRILL 9/16.0 HOLES AS REQ'D.) (BEYOND) N SPLICE BOLT TABLE SPLICE H CLEAR AT SPLIC A 4 1/2 X 1 1/4 1'0 21-7 5/16 B 8 3/4 X 2 1'0 223 3/4 C 8 3/4 X 2 10 1/4 22'8 1/2 D 4 3/4 X 2 1'0 1/4 237 7/16 E 4 1/2 X 1 1/2 9 7/ 22'0 3/8 F 4 1/2 X 1 1/2 9 7/8 22'5 3 8 V G 4 1/2 X 1 1/2 9 7/8 22-10 8 H 4 1/2 X 1 1/2 9 7/5 23'3 1/4 34.8 a J 2'6 2'6 SO 2'0 2'0 I I r r r r r r r r r r m m f ` T �� .Fel -f- -i I I - - f--( f ER-5003 _ ER-50D1 ER-5002 I 8C12-5.2X2 I I I - I DETAIL —A BC12-5.2X1 I H 0 BC12-5.2X1 G C I E I F B A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I EC-5DD1 EI-0104A EI-0103A E1-0102A EC-5DO2 (NOT BY ABC) 8 111 7a 1 3 871 _I_ 18'8 a TO CL OF COLUMN I 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN 100'0 OUT TO OUT OF GIRT LINE A COLUMN & BEAM CROSS SECTION FRAME LINE 1 1Do n= � m � N O N N O cV (PEN FOR MASONRY NOT BY ABC) 7e e 18'B a TO CL OF COLUMN 1 11'3 e PERMIT USE ONLY N0. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMrrrAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DReigZ REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO " AMERICAN BUILDINGS COMPANY [ 7 FOR CONSTRUCTION [ ] FOR APPROVAL [•] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: 5 O DESIGN APPD EiV:l DRAWING. NUMBER' 51591301 E-01 REv.NO. 0 CAD BY: 04/25/07 13:34:1 ver. 28.1 Y, N NOTPEN SPLICE BOLT TABLE SPLICE IZE DEPTH CLEA AT SPLICE A 12 3/4 X 2 1 10 5/8 20'9 3/16 B 8 3/4 X 2 1'10 3/4 21'1 7/16 C 8 3/4 X 2 1'10 7/8 21'9 3/4 D 8 3 4 X 2 1'10 7/8 220 1/16 E 10 1 2 3/4 1'11 22'8 5/8 F G 4 4 1/2 X 2 1/2 X 2 6 5/8 8 5/5 21'5 1/16 22'1 1/4 12 8 11 1 10B 11"8 2 6 g I _L 30'9 ® TO CL OF COLUMN I 33'4 TO CL OF COLUMN IWO OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.01A FRAME LINE 2 30'9 TO CL OF COLUMN NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [»] FOR PERMIT ONLY [] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: A $ I 7 DESIGN APPD BY: (jqc- c;' I a D. NUMBER ' 51591301 E-02 REV.NO. 0 CAD BY: � Oa/25/07 93:34:16 Ver. 26.1 26'11 1, n 0 iu �n - � n N [V O N y 11'1 O N OPEN FOR MASONR (NOT BY ABC) 33'4 a 12 a 140.0 3 33'4 16'0 g SPLICE H CLEAR AT SPLICE A 18 3/4 X 2 2-6 5/8 1910 7/8 B 8 3/4 X 2 2'0 5/8 20'11 7 16 C 8 3/4 X 2 20 9/16 217 3Y D 8 3/4 X 2 2'0 5/8 22'4 1/8 E 8 3/4 X 2 2''0 5/8 22'8 1/8 14 3/4 5//16 22'9 G H 4 1/2 X 2 1%2 X 2 6 6 5/8 21:118 21-31/166 1 4 1/2X2 2273Y 26' 6 PE T E ONLY NOT FOR CONSTRUCTION NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'O DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION (] FOR APPROVAL (•] FOR PERMIT ONLY [ J FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: DESIGN APPD BY: (1 m DRAWING. NUMBER' 51591301 E-03 REV.NO. 0 CAD BY: 04/25/07 13:34:22 C FB-2 is FB-2 ul -- 17 r N N N p �p b h 0 N r 12 tI — a t40'o e t 33'4 a 33'4 ie 26"'11 16 2 O 1'0 4 O 1'6 14 O 5'0(+- 1/16) 2'6 2'6 3'0 2'0 2'D 4'3 a 4'3 9 o p o N N N N N N J J I I I J mJ P SPLICE CITY SIZE H CLEAR AT SPLICE A 20 3/4 X 2 2.6 1/2 19'11 B 8 3/4 X 2 2'0 9/16 20-11 7/15 C 8 3/4 X 2 2'0 1/2 21'7 13 16 D 8 3/4 X 2 2'0 5/8 22'4 1,88 E 8 3/4 X 2 2'0 5/8 22'8 1/8 F 14 3/4 X 2 3/4 2'6 7/16 22'9 G 4 1/2 X 2 6 5/8 21'3 3//16 H 4 1/2 X 2 6 5/8 21'11 5/16 I 4 1/2 X 2 22'7 13/16 16'0 a 26'6 10 O 4'0(+— 1/16) , p o j N N J J � � m -m 8' CONSTRUCTION - 26'10 �n (NOT BY ABC) J ID IL In m m Ia In In — RR-0303 RR-0304 RR-0305 RR-0302 R R-0301 B C C H 0 I E F A 6 6 6 B.F.F B.F.F B.F.F. OPEN FOR MASONRY RC-0301 (NOT BY ABC) 13 1'11 I 1 31'5 TO CL OF COLUMN `RI-0301 r `RI-0302 1 33'4 TO CL OF COLUMN 33'4 TO CL OF COLUMN 140'O OUr TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02E FRAME LINE 4 T RI-0303 RC-0302- 13e 38'0 a TO CL OF COLUMN I 11'1 t s PERMIT USE ONLY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. ) EL PASO AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [•] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN 01': AL 04/25/07 CHECKED BY: 07 DESIGN APPD BY: �, 6 o DRAWING. 51591301 E-04 NUMBER' REV.NO. 0 CAD BY: A&= 04/25/07 13:34:27 Ver. 28.1 12 4� 4 140'0 9 33'7 8' 25'0 aI e 30'0 18 O 5'0(+— 1/16) 4'3 g 4'3 9 n n I m m lmi LL C FB-2 RR-0401 RR-0402 B G C o A to FB-2 in — 1� n N N p N Tp fD N 0 6 iv B.F.F. OPEN FOR MASONRY RC-0401 T (NOT BY ABC) RI-0401 8 I 1'3 I'll 38'1 TO CL OF COLUMN 60'0 TO CL OF COLUMN 14-0'0 OUT TO OUT OF GIRT LINE A RIGID FRAME CROSS SECTION FRAME ID: 51591301.02C FRAME LINE 5 RR-0403 SPLICE QTY SIZE DEPTH CLEAR AT SPLICE A B 16 12 3/4 X 2 3/4 X 2 26 1/2 2'6 7/8 19 10 7 8 20'7 1/8 C 10 3/4 X 2 26 9/16 211 3/8 D 10 3/4 X 2 2'7 21'8 7/8 E 10 3/4 X 2 2'7 22-2 1 /8 F 16 3/4 X 2 3/4 2'6 1/2 22'8 7//8 G H 4 4 1/2X2 1/2 X 2 20'1058 22'1 5Y 21'0 a 26'6 e 10 O 4'0(+— 1/16) RR-0405 r8' CONSTRUCTION — 26'10 (NOT BY ABC) RI-0402 RC-0402� r 1'3 e I 8 38'0 a TO CL OF COLUMN„, 1'11 e aO 6 i H % �y C PERMIT USE ONLY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO ?195 AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [+] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: fi 5 1 of DESIGN APPD BY: S ` DRAWING. NUMBER' 1 51591301 E-05 REV.NO. O CAD eY: I Al— 04/25/07 13:34:30 Vey. 28.1 NI NI O N jp fD iN O 1V OPEN FOR MASONRY (NOT BY ABC) 8 I 1'2 a 33'7 1 38'1 a TO CL OF COLUMN 25'0 12 t F-- a 140'0 9 30'0 60'0 TO CL OF COLUMN 140'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02D FRAME LINE 6 21'0 e SPLICE BOLT TABLE SPLICE SIZE H CLEAR AT SPLICE A 12 3/4 X 2 26 1/2 1911 B 14 3/4 X 2 2'1 21'1 1/8 C 8 3/4 X 2 20 3/4 217 3/8 D 8 3/4 X 2 2'1 22'2 7/8 E 8 3/4 X 2 21 22'8 1/8 F 12 3/4 X 2 3/4 2'6 7/16 22'9 H 4 1%2 X 2 22'7 5/8 26'6 g 10 ® 4'0(+— 1/16) 1D 38'0 a TO CL OF COLUMN 8' CONSTRUCTION — 26'10 (NOT BY ABC) PERMIT USE ONLY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE , AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [•] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL Oa 25/07 CHECKED BY: w 16 DESIGN APPD BY: L. S + } DRAWING. NUMBER' 51591301 E-06 REV.NO. 0 CAD BY L 04/25/07 13:34:32 Vey. 28.1 [ FB-1 FB-1 N 'm N cV N O jp SPLICE QTY SIZE DEPTH CLEAR AT SPLICE A 12 3/4 X 2 1 2 5/8 21-2 1 1 16 B 8 3/4 X 2 1'2 5/8 21'6 1/16 C 8 3/4 X 2 1-2 1/2 2111 1 16 D 8 3/4 X 2 1-2 1/2 22'4 1/16 E 8 3/4 X 2 1'2 1/2 22'9 1/16 F 8 3/4 X 2 1'2 1/2 23'2 1/16 G 8 3/4 X 2 12 5/8 23-7 1 16 H I 12 4 3/4 X 2 3/4 1/2 X 2 1'2 5/8 7 7/$ 24'0 13 16 J 4 1 /2 X 2 7 7/8 21'9 7 22-2 7/8 K 4 1 /2 X 2 7 7/8 22-7 7/8 L 4 1 /2 X 2 7 7/8 23'0 7/8 M 4 1 /2 X 2 7 7/8 23-5 7/8 N 4 1/2 X 2 7 7/8 23'10 13/16 12 1F 4 140'0 e 20'0 22'8 i 13'9 5 20'0'g 20'0 �g 20'0 jg 20,0 ig �g e 6 1 10 O 4'0(+— 1/16) 'n 18 O 5'0(+— 1/16) 4'3 a 4'3 a i i 8' CONSTRUCTION — 26'10 n N N N N N N N N N N Nmm N N N (NOT BY ABC) N fV N N N N N N J N J m ri. m m m m P.F m m LL_ mn m Ilmii lmIy �y 4• li la. — RR-0602 RR-0603 RR-0604 I RR-0605 I RR-0606 RR-0607 RR-0 I I I K E I L F I M G II N H A i l C I I I I I I I I I I I I I I U D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I OPEN FOR MASONRY RC-0601 EI-05018 EI-05028 EI-0503B EI-05D4B O—OSOSB EI-0506B RC-0602 (NOT BY ABC) 1 0 p .,1,0 g I_ 1 1 1'8 q l I 18'3 2 TO CL OF COLUMN I 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN L 20'0 TO CL OF COLUMN I 20'0 TO CL OF COLUMN 1 20'0 TO CL OF COLUMN , _;''�I� rCL..Qf'�d 11►. , 1'8 10 140'0 OUT TO OUT OF GIRT LINE RIGID FRAME CROSS SECTION FRAME ID: 51591301.02E FRAME LINE 7 NOTE: THE FRAMING AS DEPICTED ABOVE IS NOT DESIGNED u TO ACCOMMODATE ANY FUTURE EXPANSION. °�^l1,'� USE ONLY \ ` '` =NOT R CONSTRUCTION NO. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO ?415 AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL (�] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: JA 5 1 u DESIGN APPD BY: L �- s DRAWING. NUMBER' 51591301 E-07 REV.NO. 0 GAD BY: 04/25/07 13:34:34 V.,. 28.1 85'0 OUT TO OUT OF PURLIN LINE 1'D 22'0 23'0 20'0 18'10 2 1'1 12 / —11 9.5Z12-22.6P1 9.5Z14-23.OP2 8' PARAPET ELEV. 26'10) (NOT BY ABCS PS-1X a a a��r� PS-3X r m �— BRB-29.5l/ \� BRB-27.11 St \ S2 \\ S2 // 0 }-S2 /\ S2 N , 52 / \ S2 S2 PSS61-21.11 / PSS51-19.11 \ S2 0 EXISTING BUILDING BC8I 29.49S2 j--T Z— BCB-28.37 32 // \ �-� S2 \ / 52 0 54'0 S2 //\\ $2 N SZ 22'6 i 32'0 //I-- S2 \\ S2 S6 - 57 _ _ l� 1 S6 / S7 P5561-21.11 P5561-19.11 51 w S7 SB 57 SB BC6-28.3 y - S8 SB \ / S8 S8 58 \ , o S9 59 S9 N S9 S10 I i --F-59 59 S10 / \ / \ r BC6-29.9y 510 S11 S71 S11 Z 11 — S11 W � t\ IBC4-29. i BC4-28.3 --7 O N I I I I I\X, O J — IBC6-29. i BC6-2B.,3 y I g w 0 5 o S4 S4 X S4 \\// S4 0 N I I I I $/ 5 o I I I PSS61-21.11 / PSS61-19.11 \ o I I I I I r- \ BC8-29 -7 / BC8-28.3 y I /r m / PSS61-21.11 / PSS61-19.11 \ I I m BR8-29.6/— BRB-28.0---x \ / o S7 53 S3 \/ S3 0 P. UN TYP. UN / \ TYP. UN N S9--f-S5 \\ S5 ,/f\S5 // / EAVE STRUT LINE (SEE S.W.) pS-1X PS-2X PS-3X PS-4X < 1 1 1 S1 - 6C16-3.11 1 /4NN 7 6 9 J. 7 616 6 416 6 416 6 416 6 416 6,41 6 J. 6'3 2 6'3 2 6'3 2 S2 - CBA440 7'4 7'4 7'4 , S3 - CBA450 17'616 S4 - 6C16-4.11 1 4NN S5 - 6C16-4.2 3 8NN S6 - - 9.5Z12-26.OP1 (25) REQUIRED 9.5Z12-38.OP1 (28) REQUIRED 9.5Z 1 2-28.OP2 (30) REQUIRED 9.5Z14-29.ORR 9.5215-26.ORR (3D) REQUIRED (3) REQUIRED 9.5Z12-22.3 1/2P1 (30) REQUIRED S7 - 6C16-11 1/4 TYPICAL U.N. 1 TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. CAL U.N. ''iiYYPP TYPICAL U.N. S8 - CBA416 S9 - CBA420 52 22'6 i 32'0 22'0 23'0 20'0 18'10 y 1'1 y SIO - CBA430 S11 - CBA426 1 2 3 4 5 6 7 140'0 OUT TO OUT OF PURLIN LINE 1 ROOF FRAMING PLAN BUILDING CODE SPECIFICATIONS REQUIRE CONSIDERATION OF SNOW SURCHARGES FOR ANY LOWER ROOF OF A STRUCTURE LOCATED WITHIN 20ft OF A HIGHER STRUCTURE INFORMATION SUPPLIED TO AMERICAN BUILDINGS CO. DOES NOT INDICATE THE PRESENCE OF A SHADOWING STRUCTURE WITHIN THIS 2GfL ENVELOPE -WITH THE EXCEPTION OF THE EXISITING BUILDING ADJACENT TO RSW CORNER AND PARAPETS AT LINES H & 7. AS A RESULT SNOW SURCHARGES HAVE NOT BEEN CONSIDERED IN THE DESIGN WITH THE EXCEP-noR OF THE ROOF AREA ADJACENT TO EXISTING STRUCTURE AND PARAPETS BY OTHERS. SNOW SURCHARGE FROM THESE STRUCTURES ONLY HAVE BEEN CONSIDERED IN THE DESIGN OF ABC JOB# 51-5913-01. PURLIN LAPS = 6'-0' TYPICAL U.N. USE (4) 3/4 X 2 A325 BOLTS O EACH END OF PS--X U.N. 1❑ USE (4) 3/4 X 2 3/4 A325 BOLTS O EACH END OF PS--X USE (3) 3/4 X 2 A325 BOLTS (TYP.) O EACH END OF PSS61-LENGTH PERMIT USE ONLY NInT MP rOKIgTRIIrTInti NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO elp" AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [•] FOR PERMR ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: DESIGN APPD BY: (gV-\(, I o S-1110} DRAWING. NUMBER' 51591301 E-08 REv.No• 0 CAD BY: 04/25/07 13:40:57 Var. 28.1 0 0 (5.5)Fl I 2'0 2.0 \_ VO I 2'6 m 2'6 9 a 4 4 11 85'4 OUT TO OUT OF PURUN ONE 4 CUT CUT �j (5.5)FRW-IX(USE FEB-0.6 0 LAPS) W/(5.5)RJF-1 & (4)GA-4� a� 139'4 OUT TO OUT OF PURUN ONE ERECTION NOTE CUT FIRST AND LAST ROOF PANEL AND BEND RAW EDGE UP ALONG ENTIRE ENDWAII OF BUILDING. ROOF SHEETING PLAN II 4 11 CL Sheeting Direction 0 0 a '6 a io 9 m PERMIT USE ONLY NO. REVISIONS MADE CK'D I DATE ENGR DATE N0. REVISIONS MADE CK'D DATE ENGR I DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO ILLINOIS ?1[ Q AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [•] FOR PERMIT ONLY ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: As�1S I o7 DESIGN APPD BY: &4AC- Z% \ 0 DRAWING. NUMBER' 51591301 E-09 REV.NO. 0 CAD BY: F A 04/25/07 13:41:00 Ver. 28.1 A MASONRY (NOT BY AB BZ12-18.0 1/2ZC (3) REQUIRED TYPICAL U.N. 20'0 P1 — BC16-4.3 1/8ZZ P2 — 8C16-2.3 1/BZZ Z7 — BZ12-4.3 1/8CZ Z2 — 8Z12-2.3 1/8P1 Al — 3070 DOOR BZ12-18.11 3/4CC (1) REQUIRED TYPICAL U.N. 20'0 ERECTION NOTEII FIELD SLOT GIRTS AS REQ'D FOR DIAGONAL BRACING AT ENDWALL BZ 12-18.1 1 3/4CC BZ12-18.11 3/4CC 8Z 12-18.0 1 /2CZ (3) REQUIRED (3) REQUIRED (3) REQUIRED TYPICAL U.N. TYPICAL U.N. TYPICAL U.N. 2D'O 20'0 20'0 100'0 OUT TO OUT OF GIRT LINE ENDWALL FRAMING AT FRAME LINE 1 GABLE ANGLE GA-1 & RSA-1 TYPICAL 2 PC, y 8 .� F�yyn PERMIT USE ONLY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'O DATE ENGR DATE DRAWING SUBMITTAL srATus SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ J FOR APPROVAL [�] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL D4/25/07 CHECKED BY: JAW 5 10-? DESIGN APPD BY: A%kf— S 1 O'} DRAWING.1 NUMBER-1 51591301 E-10 REV.NO. 0 CAD BY: A L 04/25/07 13,46:04 Ver. 25.1 PARAPET FRAMING AND PANEL (NOT BY ABC) TOP OF PARAPET (NOT BY ABC) 26.10 A.F.F. PURUN EW RAFTER (2) 1/20 X 1 '14 ..., .. 5' O/C MAX SPACING SECTION A E-11 O N n ^ ^ n M 14 o n \ \ M o c� c, m n to a ui .r n n N 0 0 0? Q? r7 N N N N nj ry rj N N N N N N N r/ N ^ I I I I I I I I I aI a1 (FI_1 (FIELD 10.0 CUT 0.T 2 FROM EACH FIELD BEND)a a a (9.5)TRW-15.2(USE FEB-0-3 o LAPS) W/(9.5)LARF-1 h (9.5)RSA-1 W/(7)GA-5 (VIEWED FROM BACK SIDE) SHEETING PACKAGE MK# EW05S-B 2 11 ------------------------ - ------------------------------------ RR-0603 RR-0604 RR-0605 RR-0606 RR-0607 I - RR-0602 RR-0601 � < I I CH-2X CH-2X CH-1X CH -2X CH-2X m I CH-iX CH-2X r 0 I a O N O Z ~ I m 0 NV w N __________ _______ ___________ ___________ —_—__----__ ___________ ---------_— ________ ___-- ----- ____--_---_ ----__—___ m m N I 0 0 o � o m SEE E-14 FOR �_' aN MEZZ- BEAM LAYOUT o ^ Li � I EI-0501 B EI-0502B EI-0503B EI-0504B EI-0505B EI-0506B RC-0601 ar-nano 20'0 1 20.0 1 20'0 1 20.0 1 20'0 1 20'0 1 20'0 140'O OUT TO OUT OF STEEL LINE ENDWALL FRAMING AT FRAME LINE 7 STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN NOTE: THE FRAMING AT THIS ENDWALL LINE IS NOT DESIGNED TO U \A BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL ACCOMMODATE FUTURE ADDITIONS. REACTIONS CORRESPONDING TO SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY THIS FRAME LINE REFLECT LOADINGS FOR ACTUAL TRIBUTARY AREA ., AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE AND ARE NOT INTENDED TO INCLUDE ANY FUTURE MODIFICATIONS t HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO UNLESS EXPLICITLY NOTED OTHERWISE. THE WALL SYSTEM. PERMIT USE ONLY NOT FOR CONSTRUCTION N0. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO �I AMERICAN BUILDINGS COMPANY [ 7 FOR CONSTRUCTION [ ] FOR APPROVAL [*] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: 5 I Ul DESIGN APPD BY: - I DRAWING. NUMBER' 51591 301E-11 REv.No• 0 cAD BY: 04/25/07 13:47:35 Vey. 25.1 CA-11 i� ion o MASONRY c1 (NOT BY ABC) GIRT LAPS a 6'-0" O UNES 2 &c 3 — 1 COSC'4-77 1 1 1 /�GLI GIRT LAPS = 2'-0' O UNES 4-6 n tt ♦ /n✓u �rn�e� nn `r BR12-31.3— � � c BRlo- —�-� \/ / ------J---------- B- �� BR12- —� BC16-22.11 3 4P1 I I 1 ZZZ BC16-31.11 / BCi6-21.11 1 2ZZ \ BC16-22.11 1 2ZZ 8C16-19.11 1 2ZZ i',8C16-19.11 1 2P1"- Al 8Z15-26.08R BZ13-35.ORR BZ16-24.6RK 8Z1REQUIRKD (3) REQUIRED (3) REQUIRED (3) REQUIRED APICAL (BZ)1 REQUIRED REQUIRED D 41 4PI�O TYPICAL U.N. 11YY PICAL U.N. lYP U.N. 'hFICAL U.N ICAL U.N.I U.N. 22'6 i 32'0 22'0 23'D 20'0 18,101 2 3 4 5 6 140'0 OUT TO OUT OF GIRT LINE Al - 3070 DOOR <LOW SIDE> SIDEWALL FRAMING PLAN AT LINE A STRUCTURAL SUPPORT FOR THE WALL SYSTEM FURNISHED BY OTHERS IS NOT PROVIDED BY AMERICAN BUILDINGS COMPANY. SECONDARY FRAMING COMPONENTS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE NOT A STRUCTURAL PART OF THE WALL SYSTEM FURNISHED BY OTHERS. THE COLUMNS FURNISHED BY AMERICAN BUILDINGS COMPANY ARE DESIGNED TO RESIST THE HORIZONTAL FORCES DISTRIBUTED BY AND ACTING NORMAL TO THE WALL SYSTEM. /- GA- i SEE E-14 FOR MEZZ. BEAM LAYOUT "I 2 PERMIT USE ONLY NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AM ET 355 DIVIDEND DRelo" REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO AMERICAN BUILDINGS COMPAN [ ] FOR CONSTRUCTION FOR [+] FOR PERMIT ONLY AL (] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: 5 ( o� DESIGN APPD BY: (Y�.�I( S \ DRAWING. 51591301 E-12 NUMBER' REV.No. 0 CAD BY: L_ 04/25/07 13:52:37 Ver. 28.1 <HIGH SID SIDEWALL FRAMING PLAN AT LINE F 1/2-0 X 1 1/4 A325 W/ (2)H.T. WASHERS PORTAL COLL SECTION A E-13 PORTAL FRAME SPLICE BOLT TABLE SPLICE QIY I SIZE DEPTH CLEAR AT SPLICE A 2D 1 X 2 3/4 2'5 22'7 1/2 B 20 1 X 2 3/4 2'5 22'7 1/2 D 4 1/2 X 1 1/2 5 7/8 N/A DRILL 9/160 HOLE 1/2"0 X 1 1/4 A325 BOLT 2)H.T. WASHERS FRAME RAFTER 7RAME COLUMN 12'0 X 1 1/2 A325 BOLTS PORTAL FRAME SPLICE BOLT TABLE SPLICE QTY I SIZE DEPTH I CLEAR AT SPLIC A 16 1 X 2 3/4 2'5 22'7 1/2 B 16 1 X 2 3/4 2'5 22'7 1/2 C 4 1/2 X 1 1/2 5 7/B N/A D 4 1/2 X 1 1/2 5 7/8 N/A ----- ------ PR-0801 -------- ------------- --------- PR-0701-- --- ------------------ -/ ------- ----- ---------------- --------------- _—_-------------- SB-1X I SB-2X J MCL-2X SB-3X SB-4X II USEY(2) 3/4 X 2 A325 BOLTS PER CUP I m W/ (1) WASHER PER BOLT I/ F [ `" N N O I I � I W W i � ---- IA6-��------- ------- M6--X�--------- -------- ------MB- X T--------- J m i MB-_X�------ � I I SEE E-14 FOR d I � I MEZZ. BEAM LAYOUT I PC-0801 IK:PC-OB01 PC-0701 PC-0701 1'1 2 18'10 2 20'0 23'0 22'D 1'O 86'0 OUT TO OUT OF GIRT UNE SIDEWALL FRAMING PLAN AT LINE H 261 PARAPET FRAMING AND PANEL (NOT BY ABC) 7 TOP OF PARAPET (NOT BY ABC) 26'10 A.F.F. '�(•O'fy� ti PERMIT. US!' ONLY N0. REVISIONS MADE CK'D DATE ENGR DATE N0. REVISIONS MADE CK'D I DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. rvvi rvm vulvalmuv .,Ilvly EL PASO AMEelo\RICAN BUILDINGS ANY [ 7 FOR CONSMUC71ON [ ] FOR APPROVAL [�] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED B'Y: (0 DESIGN APPD BY: L;LK DRAWING. 51591301 E-13 REV.NO. CAD BY: 04/25/07 13:52:38 Ver. 25.1 NUMBER' 0 ALL JOIST TO BEAM WELDS TO BE STANDARD U.N. MEZZANINE LAYOUT TOP OF MEZZANINE JOISTS ® 11.7 1/2 AFF MEZZANINE COLUMNS SUBSET 6" BFF MEZZANINE DECK IS 3/4- PLYWOOD, NO EDGE ANGLES BY ABC DESIGN OF WOOD DECKING k ATTACHMENT (NOT BY ABC) INSTALL BRIDGING PER BAR JOIST MANUFACTURER'S INSTRUCTIONS SPACES CAN BE ADJUSTED ACCORDINGLY IF REQUIRED DUE TO INTERFERANCES. HOWEVER NO SPACE SHALL EXCEED 1'4 ALL JOISTS ARE TO SPACED O 1-4 O/C TYP W/ EO END SPACES AS REQ'D PER BAY 1 1 2 1 1 98'10 — — — MB-5X ------=4= MC-2X M5-6X MB-6X - -------------- MB_8X _ _ _ MB=Bx - - - - I - - - - - - - - I- - - _ - - -- - - - _ _ _ _ - - MC-1X - - - - - - _ MC-1X _ _ _ _ MB_7X - _ - MB_17X (12) BJ-3 _ - -N G I �N MB-1X J MB-2x MB-2x (29) BJ-1 TYP (29) BJ-2 TYP (17) BJ-2 TYP UN 1'1 2 I 1B'10 I 20'0 I 20'0 20'0 MS-25X 18'10 I I I I I I 11 IrIMBl19I I I ,IMCI 1XI I I I Ir IB-Itxl II I I I I I I I I I I I I I I I I I I I I I I I I I I I I� x1D I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I III! I I I I 1 I I I I I I I I I 1 1 1 1 1 II MB-19X MC-1X MB-1X MC-2X MB-6x MC-2X — — MB-6X — — — I -- - - - IT -- _ _ _ _ MB=10X - _ - MB_71X I E I v MB- 2XH MB-13X MC-2X MB-14X MB-15 I I I I I I I I I I I I I I I 11'5 BJ-10 (4) BJ- BJ-9 MC-2X MB-14 - _ IAB-19X MC- X 1 BJ-8 _-- -- DEL-G/E-15 „1a I I I 43L 1'• I I I 1 IIS��'fi. I I I I I I I I I I i I I N I (12) BJ-3 19'4 - - - I I I I I 1 I I 1 I 1 1 I I 1 1 I ZI I I I I I 1 I 1 MB=16X -MB-16X MB-16X MB-18X MB-2X X v1 MB-2X 1) BJ-2 TYP UN N (12) BJ-2TYP UN -1 MB-1X 20'0 20'0 20'D 18,101 12 E F G 14 NO. REVISIONS MADE CK'D DATE ENGR DATE NO. REVISIONS MADE CK'D DATE ENGR DATE DRAWING SUBMITTAL STATUS SCALE: NONE DATE AMET 355 DIVIDEND DR REXBURG, ID SILVERTREE BUILDERS, INC. EL PASO ILLIN015 ?l9z-p" AMERICAN BUILDINGS COMPANY [ ] FOR CONSTRUCTION [ ] FOR APPROVAL [.] FOR PERMIT ONLY [ ] FOR PRELIMINARY DRAWN BY: AL 04/25/07 CHECKED BY: w 5 C DESIGN APPD BY: (,`, j J DRAWING-1 NUMBER' 51591301 E-14 REV.NO. D CAD BY:J. 04/27/07 10:53:38 Ver. 28.1 . I 8" STUD WALL (NOT BY ABC) SIDEWALL COLUMN /-3/4" PLYWOOD (NOT BY ABC) BAR JOIST SIDEWALL BEAM ` (2) MCL-2 USE 3/4 X 2 1/4 A325 BOLTS W/(2) WASHERS PER BOLT SECTION A E-15 TYP SIDEWALL MEZZANINE DETAIL 3/4" PLYWOOD (NOT BY ABC) JOIS SEAT ( N).SMC S 2 ® USE (2)3/4 X 2 A325 BOLTS W/(1) WASHER PER BOLT USE(2) 3/4 X 2 1/4 A325 BOLTS W/(2) WASHERS PER BOLT BAR JOIST SIDEBEAM SIDE BEAM (2) MCL-2 N.S/F.S SECTION D E-15 TYP CORNER CONNECTION ® FRAMED OPENING REVISIONS INT COLUMN 1 1 1 4 B" STUD WALL INT COLUMN /T 3/4" PLYWOOD (NOT BY ABC) (NOT BY ABC) 5 2 3/4" PLYWOOD (NOT BY ABC) 3/4" PLYWOOD (NOT BY ABC) W/(1))WASHERS PER BOLT 1 1 3/4" PLYWOOD (NOT BY ABC) EDGE BEAM EDGE BEAM ® ® (2) MCL-2 N.S./F.S. ® ® USE 3/4 X 2 1/4 A325 BOLTS USE(2) 3/4 X 2 1/4 A325 BOLTS W/(2) WASHERS PER BOLT ® ® W/(2) WASHERS PER BOLT (2) MCL-2 (2) MCL-2 INT BEAM BEYOND N.S/F.S N.S./F.S. 1 ® USE(2) 3/4 X 2 1/4 A325 BOLTS USE 3/4 X 2 1/4 A325 BOLTS 1 (2) MCL-2 W/(2) WASHERS PER BOLT W/(2) WASHERS PER BOLT INTERIOR BEAM N.S/F.S 1 1 BAR JOIST EZ BAR JOIST BAR JOIST EDGE BEAM INTERIOR BEAM EW COLUMN SECTION E-B15 SECTION C15 SECTION E15 TYP INTERIOR EDGE MEZZANINE DETAIL E E INTERIOR CORNER CONNECTION TYP ENOWALL EDGE MEZZANINE DETAIL DATE 3/4" PLYWOOD (NOT BY ABC) INTERIOR BEAM INTERIOR BEAM MC —IX BAR JOIST BAR JOIST 1 (2) MCL-3 Y USE(9) 3/4 XS 2F 1/4 A325 BOLTS 1 MEZZ COLUMN W/(2) WASHERS PER BOLT SECTION F E-15 TYP INTERIOR CONNECTION ® MEZZ COLUMN MB-12X 1/4 X 2 A325 BOLTS 2ACKET DETAIL G E-15 DATE DRAWING SUBMITTAL SCALE: NONE DATE STATUS AM ET [ ] FOR CONSTRUCTION DRAWN BY: AL 04/25/07 355 DIVIDEND DR [ ] FOR APPROVAL [*] FOR PERMIT ONLY CHECKED BY: fj `J I O REXBURG, ID [ ] FOR PRELIMINARY DESIGN APPD BY: , SILVERTREE BUILDERS, INC CAD BY: 1 04 25 07 13:41:00 Ver. 28.1 %325 BOLTS DETAIL H E-15 EL PASO ILLINOIS AMERICAN BUILDINGS COMPANY DRAWING. 51591301 E-15 REV.NO. NUMBER' 0 r PURUN 1` 3/4- max. 1.9T050%cm (2) #12 STRUCTURAL FASTENERS ANGLE OR (2) 1/4.0 BOLTS (L2"x2'x1/8"x6' LONG) (ANGLE DRILL HOS AT EACH OL LOC3/8.0 ROD HANGER 7/16-0 HOLE (FIELD DRILL) ' MAY BE OMITTED WITH .. HANGER LOADS 50 LBS. NOTE: SPRINKLER OR LESS. PURUN UP MUST NOT PIPE BE DISTORTED. SECTION "A —A" CLAMP REINFOF CLAMP 3/8"0 ROD HANGER NOTE PURUN UP MUST NOT BE DISTORTED. PIPE SECTION "A —A" :) #12 STRUCTURAL FASTENERS OR (2) 1/4.0 BOLTS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) lIGLE' 2"x2"x1/8"x6• LONG) • MAY BE OMITTED WITH HANGER LOADS 50 LBS. OR LESS. EQUNAI.ENT COLLATERAL LOAD FOR PIPE SUPPORTS 20' BAYS 25' BAYS 30' BAYS POINT LOAD AT HANGER STD. WT. DRY WT. WET WT. PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE #/FT. #/FT. +250# +250# +250# +250# SIZE 6• 18.97 31.5 8 11 6 8 S 6 315 565 5' 14.62 23.3 6 9 4 7 3 5 233 483 4' 10.79 16.3 4 7 3 6 2 5 163 413 3 1(2• 9.11 13.4 4 7 2 5 2 4 134 384 3 7.58 1 0' 8 3 6 2 5 2 4 108 358 2 1e2' 5.79 7.9 2 6 1 5 1 4 79 329 2 3.65 5.1 1 5 1 4 1 3 51 301 1 1/2' 2.72 3.6 1 5 1 4 1 3 36 286 I I e4" 2.27 2.9 1 5 1 4 1 3 29 279 I 1.68 2.1 1 5 1 4 1 3 21 271 NOTES: I. PIPE HANGERS ASSUMED AT IV SPACINGS LOCATED PER TYPICAL PIPE LAYOUT AS SHOWN IN DETAIL SHOO/AA. 2. FOR PIPE SUPPORTED AT 5' IWERVAS. VALUES ABOVE MAY BE FLALVED. 3. PURUN SPACE ASSUMED TO BE 5' ON CENTERS. 4. SPECIAL CONSIDERATION SHOULD BE MADE WHEN ALL BAYS ARE NOT UNIFORMLY LOADED. 5. 250/ LOAD IS REQUIRED BY UBC TO BE APPLIED TO ANY ONE SINGLE SUPPORT IN ADDITION TO PIPE LOADS. LOADS FOR SPRINKLER PIPE SUPPORTS SH05I AA CLAMP WITH01 REINFORCING REMOVED SPECIFIC HANGER INFO REVISION 12) #12 STRUCTURAL FASTENERS ANGLE (ONG)zt/8'z3" OR (2) 1/4-0 BOLTS (FIELD DRILL HOLES AT EACH ANGLE LOCATION) \ (^ Ye TYP F/ CLAMP WTTH01 REINFORCING BANGLE SPRINKLER (L3"x3'x3/16'x LENGTH) PIPE 3/8.0 ROD HANGER SECTION "B—B" SCALE: 1 DATE �HANGERS PIPE I PIPE I PIPE PIPE I�I T I I II I I I I I 'A• I I I I I •A- I I I � i —� B• �� '_______ .__._ /-SUPPORT ANGLES _ (TYP. U.N) 1/2 1/4 - BAY BAY 1/4 •B• 1/4 MY 1 2 BAY BAY 1/4 1/2 BAY BAY BAY SPACING BAY SPACING BAY SPACING CLAMP WITHOUT REINFORCING AF j PURUN PURUN € PURUN PURUN € PURUN PURUN PURUN PURUN PIPE PURUN DRAWK BY: RECOMMENDED SPRINKLER MMAuu CHECKED BY: PIPE HANGER DETAILS DESIGN APP'D BY: DRAWING REV.NO. ISSUED: 112-1-971 NUMBER : SPH-1.0 1